(D.L) t g=12 kN/m (L-L) p=20 kN/m атple G=70 kN P=19 kN Given 25 N/mm2 cu E 3.00- f, = 360 N/mm² 250mm 8018 Required 650mm Check deflection for shown beam If you know that deflection 100mm due to finish is 0.2 from D.L. 600mm
(D.L) t g=12 kN/m (L-L) p=20 kN/m атple G=70 kN P=19 kN Given 25 N/mm2 cu E 3.00- f, = 360 N/mm² 250mm 8018 Required 650mm Check deflection for shown beam If you know that deflection 100mm due to finish is 0.2 from D.L. 600mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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